ITA003 - Pasticier et al. (2008)
Description
Building name: N/A
Material properties: nan | Building configuration: nan | Geometry characteristics: nan | Hinges properties of elements: nan
Material properties & Geometry characteristics: H | Type of mathematic model: H | 2D/3D Modelling: L | Infilled RC building: nan | Shear failure in members: nan | Out-of-plane failure mechanisms in Masonry Buildings: L | Representation of Ground Motion: H | Sample Size: nan | Hazard Model: nan | Ground motion records: L | Spectra - Regional Level: nan | Spectra - National Level: nan | Analysis type: H | Limit states: H | Damage parameter: L | If Damage Model was used: nan |Structural model: nan | Parameters Accounted for uncertainties: M- | Used Values: H | Comparison with other curves or empirical data: L | Documentation: H
Reference
From database EPICentre - Rossetto, T. & Ioannou, I. Compendium of Empirical Fragility & Vulnerability functions. University College London. https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Specific source: Pasticier et al. (2008). Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code Earthquake Engineering and Structural Dynamics, 37: 467-485
License
None reported - https://www.ucl.ac.uk/epicentre/resources/gem-vulnerability-databases
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Europe |
| Country: |
Italy |
| Region/City: |
-- |
| building:Direction: |
-- |
| building:Material: |
-- |
| building:LLRS: |
-- |
| building:Height: |
-- |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
